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Property Information Building Information Owner: Gonzales Wind Zone: 160 MPH. Address: 5937 Alexandria Exposure Category: B Ft Pierce,F134982 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number IL Zone Width(in) Height(in) Ir Elevation(ft) 11 Pressure(psf) Pressure(psf) 1 End 73 62 7 30.1 -38.7 -- —....._..._----- --........................... --._..............._.._..-....------.................._.... --- -........- --- 2 Int 59 87 7 29.8 -32.5 —� _...-- -......_._._.__......._..........._ _...__._.._._..._...._............................ _.._....------._...._.._. 3 Int 53 62 7 30.7 -33.5 _... .._...._......_ _..__.... ----..__.._._..._....._..--- ............_...._.............—._........_.... ....._.._.......— - 4 Int 36 38 7 32.5 -35.2 —....-..._....— -......._........_...- ------------—.........................---......_............-----.............................................---........ ....__ ------...._...._..— ----------._------........_..._.._._._ 5 End 73 62 7 30.1 -38.7 J Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 i; K 72 11a Yj� yb 5b•a. � 4 t c.��¢Tb� U k r t� •`�ko5 - ice.... ... BCIS Home i Log In User Registration Hot Topic { Submit Surcharge t Stats&Facts Publications FBC Staff i BCIS site Map `: Links Search Honda Product Approval s USER:Public User Prpduc[Approval Menu>Product or Application Searc7 - Archived De FL# Application Type Code Version Application Status Comments LProduct Manufacturer Town and Country Industries, l Address/Phone/Email OD WestMc a Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorrced Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L,Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. 'J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 CO! IndeDl.Ddf FL13757 R6 COI IndeD2.odf FL13757 R6 COI Inden3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv EOLliV1 Ddf FL13757 R6 Ecuiv Epuiv2.pdf FL13757 R6 EOUiy Epuiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evail.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes -use,—, 13757.2 _ ( 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System \\ imus o se Installation Instructions Approved for use in H FL13757 R6 II Dwa2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports - Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CQoyriaht 2007-2013 State of Florida.::Prlvacv Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to - Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: FLIMIR 0 ®99 M Credk Card E.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH FLORIDAING N. USE WITHIN AND OUTSIDE THE 'I'M Z* : PEO04SS4E CODE SIXTH EDITION 017 z SIGH VELOCITY ELOC HURRICANE FOR. ANDTHEINTERNATIONALBUILDING L DqDE RUC)AND INTERNATIONAL RESIDENTIAL CODE -uNummowiDTH THIS SYSTEM MEETS MISSILE LEVE AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN RE1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I;- '. S (bit r4 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION TATC or. *' 4 6 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE tum Liz R REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE eL FLEOVIDA BUILDING CODE SHALL BE LESS THAN OR E?UAL To THE POSITIVE OR NEGATIVE DESIGN CIE , I PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY N ASSEMBLY AS SHOWN. I 3 TESTING WAS CONDUCTED IN ACCORDANCE NV TMA 20 2 AND ASTM E1886 E199YE33, Z N S MAXIMUM PRESSURES DADED Y A�.S 4: DESIGN PRESSURES NOTED HEREIN ARE SAS A SAFETY FACTOR. 1<9 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIREDFORALLWIND Z i4m III H -09.IT IS ACCEPTABLE BY CODE UNLESSOPTIONAL w log ZONES, o INES INACCORDANCE WITH ASTM 1996 CR TENA S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, PLAN VIEW w 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND illf LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. In w o 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR .,x w WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHABE USED. IT S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC fl- LL SITE. m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE Or THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER m GIG15-23 OF THE FLORIDA ADMINISTRATIVE CODE. h tl 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE -.d CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Im VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM w THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o vq-A II. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL os I DOCUMENTS m or S, 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING FIR TI, !!!g HURRICANE OTE01:0N OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIF;NED,DATED AND -j-Borrom Z< - TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRA"NG HISgIjHER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHU �ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM INFORMATION: TYPICAL PLAN VIEWS TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996&E330 TAS 201 202&2bf3 rl"N SHUTTER ELEVATION A FLORIDA PRODUCE APPROVAL NUMBERNTS. EXTERIOREE� 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: . . K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L,U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3/16-0 50.52 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON.tfKHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ _ __NTIAL 17.' TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. FACILITIES 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.'RADIUS OF 10". SPAN INSTALLATIONS�wsTALL�wnoNs INSTALLATIONS INSTALLAXIONS a 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :5 301ABOVE 30'AI30VF :5 30'ABOVE 30'ASOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. GRADE GRADE GRADE GRADE 23. SEALANT SHALL BE USED ON At MCKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4. I-We" 2-30' 1 _. _5118 1-718" TABLE 1: 99" 3-1/2' 1.718. TABLE I NOTES* 120" +Ijw 21 4-Itf 2' 1. DESIGN PRESSURES SHOWN IN'ACCORDION ACCORDION SHUTTER SM _144" 1 4-7/8' 2' UTTER SPAN SCHEDULE'ABOVE ARE 19110 > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE � R AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. i POSITIVE NEGATIVE 2. LINEAR INTERPOLATION SEMEN SHUTTER I AW*DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNT mlifff..R '. ; SHUTTER DESIGN 999-T.GN SPANS Is NOT PERMITTED.FOR SPANS NO SEPARATION FROM GLASS IS R EQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE BETWEEN THOSE INDICATED ABOVE,THE PRESSURE PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". DESIGN ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A IPBFJ IPS SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 1D0 100 HAVE 27XMINIMUM SEPARATION FROM GLASS WHEN 5 MY ABOVE GRADE,AND 1.5/8*WHEN>30' Sir 70 TO ABOVE.BADE. E. 120" 53 53 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE,THE SEPARATION PROM GLASS FOR 7HB NEXT HIGHER SPAN SHALL BE 144* 1 .43 1 49 6. E1996--GOON IV"rUK I-LAS5 OUTSIDE UP THE HVHZ HAS BEEN DeTERMINED IN ACCORDANCE WrfHA ESTM X0111-1111,!ZED01651FROKLOERRA9 W01P.E. PROJECTION VARIES !. _ ,W- 0 fiw 2.874' 4.874"MAX. 0,062" --TO450- b 0.080, T .0 0 i:"0- q 125" -1.708"---- -0.100" J-1.830-1 627 1.7013" -0.100, N ru.uou- r0I �i o 0.195 2.1320- C, 5 0.096" 'p, r .060" --IF4 0.0621, 1.908 u E� 1.993" D.0 2- 0.630" 0.143' 0 6 boSp. -I L /0, 0.062' 0.630'l+ _-j 0.9�1- 10.971-1 0.143' ty,1, w 11,062" tills 0.630' CLO'( 0 T.� L 0*0' 0�2E O;pGo- 0.631)" :41200' -t.L200• ,, 1 0.062" 1 0. . 0106" i-.070-4 0.630" z �1.069"4 -,- " 0 4069" '�-�SUPPORT LEG OPTIONAL }-1.069 1.069� 0.0.6 CIO. zw -5.745"M - go 61-0Z tu --5.745"MAX. )��LA 02 BUILD OU I' WALL STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK 05 �jEAK)LJHE,�DERZS LITE HEADER/SILL Q LL 0 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ID IW3 SCALE: SCALE;HALF SIZE ALI HALF SCALE.HALF SIZE WHERE SHOWN,SCREW BOSSES B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- 2.655" .0.875, -2.195- 2.1957" 1.230r- 0.060, 1229" 5 .0, -0.7 S' -F Vi T -)�T ;�, : - 2.655' i : 7 2.362' z . UP '? 0 Q 4.84" 1.069"1 A 83 L9 4.510" T Fc 0.075" DADS" LOI 0.075' - - i 0. NOTE:TESTED THICKNESS 0 4,510" FARE METAL I PAINT IS D.F.I 1,3 g.8 STREAMLINE SLAT/QLADE -a SILL SILL ADAPTER EXTENDED SILL EY ENDED SILL ADAPTOR ADJUSTABLE SILL (DSCALE.HALF SIZE (D CL 0 BOTTOM- SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE fill -11- i ill 0.477" O.oBO .or 0.341.1.570' 0510", ' U-070' 064..j 0.143" A.-CE 11,011" 0.143" U.0 9w6" r '0.1 0.060"-ft- rip 0.115" 0.117' 4.753' 0.090" -0.096" K 7'. 4.510' J7.-1 0.682. 0.6 0.060"1 0.0 4 f4l" 0.227' " - r 01 15-2339 NOTE:THICKNESS OF BARE - I-, METAL W/O PAINT IS 0.039- NWB DgEgRIPE", STREAMLINEt5 6.8 STACK RADIUS CEILING FIEADER/SIL 6.8 STARTER WALL SILL CLI @b)WALL SILL SCALE:HALF SCALE: -SIZE SCALE.HALF SIZE .... -117, ALF SIZE SCALE HALF SCALE HALF SIZE r� ' FMNN 4 BENNMDO P E 1111 ttt, lv8gS65S9 ;{,.... 1.9so" 0.125" NYLON WASHER OR ♦ ♦( r - -'f}- 0.630" STAINLESS STEEL �`� N._..• i _ �� _ ASSEMBLY '4 0' ALUMINUM `` U r 0.320"0 HOLE ((�� x4.050' 4.357" , *..- t; . Nps •, t;iii ! z c 0.276'UlOsgi. P?O� ui IF10 x 2-3/4"414HiS.S, • 0040.884 HLF v,0 .124'oINSERTS SCREW W/TC ULTRACCITE T - - b8g8 IH " INTO COATING - i.lilD'-} `-I�It '-i' TRACK (TYP TOP s,BOTTOM) nD.062"^ nl drq �"Y I THER �0.75D" NYLON BUSHING W/WASHER: �� 5"�•'--'-'T D.870" 7j26"0 x 112'¢�tHIF.RLOR IOtNT TOP rr/�'•...OA_..,.•'• y INSIDE IOtNT AT - 7/16"0 x 1"®I INTERIOR IOINT'BOTTLTM 0.154'-} -0.137" rix 91 �� ( °3 ANGLE CYLINDER-SO LID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIpR {lt/r�tl�Nejlli QW oN=� 19 HOUSING-ZINCDjC7TSTTPOWBE COATED i 22 ROLLER ASSEMBLY /}� �{ p SCALD HALF 512E 5CALE+ -A"SIZE NOTE: AY BEKEvbPE17ATEDotFT51DE 24 BUSHING nSSEMBLY DETAIL 26 BOX CENTER INSERT (' �¢ @• $ OR KEY UMB TURN OPERATEp INSIbE- SCALE HALF SIZE SCALE:HALF SIZE f fq.zso" 3 BRASS PUSS! LOCK W $SS.N+9xx� SS� SCALE:HALF SIZE 1.978" Y1llFXf�ly�tl/ a w ,5I R0.500' 4.400' 0.236' --1.742` 2.125• ,p ED 0.500` D --2.71tl" 0,286" L2.224"-_ 0.267" $ 0.790" 0.09D" 0.319" 0.531" - D.531" ri 0.064" m m -_ ,26; n . 2.250' 0.09 E •--�- o �} o 26 0.647" 0.607' m W{ Y (-0.224" 0.239" { 0.060" 0.496" I ul n m ,-' u7 ¢ �--2.750"--t 2.000"--•- 0.240" 27 RAINGUARD 2g DECORATIVE FLOOR TRACTS SCALE:HALF SIZE SCALE HALF SIZE 0.160' O.Z22"�f, 0.240• 1.Og1 O.D62"0.062' 0,062' 30 UNIMATE LOCK 37 MALE BOX CENTER 32 FEMALE BOX CENTER x SCALE;HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE -17-0,062• 5.500'x 13/16'WIDE-- }-}4.400• -{ m R A _,gyp 7/16"p STAINLESS !� -'L" STEEL NVI r (R 30 .r 0.125' n U�80" l- 0.188' 5/16-18x7 MACHINE SCREW >` wcoa' 0'438" TMP' 5/16.0 INTERNAL STAINLESS STEEL o+ oa 0121• F 4.50D' I---}6.689" POWpER COATED,ZINC DIE- THREAD fi 6} 7t HEAD STYLE VARIES �^�.^.. •,� 1.050" Delta MDDEL 7$'2 z SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3g THUMB SCREW �a���� INbUSTRIAL SY5 EMS o+ 1 (OPTIONAL) SCALE•FVLL SIZE SCALE:FULL SIZE v 35 BUX LUCK SCALE:HALF 57ZE N o ;?0,259" 4U0 40b 40C SCALE,HALF SIZE "I END STRIP 1"25-' F- -zoo4- 2" & 3" EXT Q.OSO' I-1.500'-} 'j- D•1 �I-0.225"SCALE: HALF SIZE ppg Q 1 0.125" 0.085" 0 0 -0.125' CCCC qS 0.093" .OB5' ,n 99v4KFifF!2 �4pWF14PE 339 N N M'AYm gEDG711P1ION1 (C20 ALT. 1" END STRIP 21 1.5"x3"x0093" ANGLE 25 2"x3"xO,125" ANGLE2X7 ANGLE99 SCALE!HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE, ANY ANCHOR PER ANCHOR EDGE DIST. y� SCHEDULE 18'O.C. EXISTING DIST. `\ 1 CS .'7 GLAZING - SEE END STTUR - SCHEDULE FOk Fffd(i No E004 r•O N L N SPAN WHEN IISI{1fG? - ((y000 A ANGLE EMBED o 7A- OR 408,TAR OR..�OG, 1 ga pp,� LEG D RECITLIN // OR 8.8 STAR o - EMBED. t7 (INTERIOR) —JI 17 ---- IX L-,•,� 1/4 • . 17 1C 17 - — ._.�M WITH 21 OR 2.5,Q TZEV1.11 MIN.0.062"THICK 6063-TG ALUM. M21 2SuANGLE 1"x 1"MIN.TO 2"x 5"MAX.EDGE c, __ __ (ANG GFIAY-8C•-R FASTEN ANGLE TO TRACK W/ zz DIST. ANYANCHORPERANCHOR ((2 lSOxl'SCREWS AT p) c �i 8 / CTIRNERAICH TOP ft BOTTOM•AND SCHEDULE @ 18'O.0 �ATTACH TO 6.8 STARTEIL W/ 13 13 / 13 t3) A34-ica 2"G A ZED OR S.S.SMS, S.S812 x S, GALVANIZED PO Z N 3/16"0 AL P RIVET,OR 1/4-20 RIVETMOR 1J4 20 MACHINE W WWW U",1 W IIFl^RR 61= _ 6.80"(TYP.1_ 4 3� USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT @ 18'D.C. ALTERNATE END STRIP DETAIL BOLT�I NUT 18"O,C. +y(; �7 (EXTERIOR) Sf16-IBkILIMBSCREWINTOTHREADED WITH 6.8 SIARI'ER AND ANGLE Din INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=F-0'• ANY TRACK W/ o W W g SCREW BOSSES. Io p FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE .+ H TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO p5F SPAN 6 SCALE 3"=1'-O" I'HEIGHT. 1'B!O(2.7-) 82 D8' 72 1u 82 94' 2 80 / USE(11 GRASS PUSH LOCK 132 7u OR It)S/I6-18 THUMB LOCKING DETAILS FOR 2'&0(3.7') e2 95' SEE END STRIP SCREW I OAT THREADED L 86 A INSERT 77 R/ASEAN CENTER MATES SCHEDULE FOR MAX. W{Di IN ERT_ AN FROM SHOWN ON RANDOM 82 83' SPAN WHEN USING BOTTOMOF SHUTTER 30 13 DETAILS 3'810(4.7') D2 � 20,40a,40b DR 40c, m RECEIVING HOLE SN ALL BE +0 72 7� H 1/Q" OR 6.8 STARTER co112 3/8"MAX WIDTH.UP TO a 1"HEIGHT. 3p ALT.1'BID 62__10" g1 .. A)(, WITH II OR 25. S;Ea* m 72 O02 j 12M 4n 4n USE APPROPRIATE LD 95, 1.6'x3' 132 75 STARTER STRIP 10 f6 40 7.0 9 45 93' b PROVIDC CLOSURE p (b - 3' FOR 5 13 A0.095 8' BUILDING CONDInONS. � 23 2I 64e FASTEN STARTER STRIP0 TO a o (INSIDE) 7 5 SCREW SCAT CORNER.OTOP v� Ao zs 2 —2- ALTERNATE END STRIP DETAIL 8 BOTTOM ply- 6 I zs BU SCALE.3"=1'-0" ANY TRACK W/SCREW L , 13 N.w 18 BOSSES. 4 0 111" zA I —1—ow LJ SILL L N'u FOR GREATER SPANS OR LOADS THAN O W SHOWN IN ENO STRIP SCHEME,END F QSTRIPS REQUIRE A l'XV.090'CUP ANGLE < MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS Z AN0100.5CIIEWLES♦14N/t'TER 6� ` 0 I v SCIIEW ORI/C•20BOLTTOEND STRIP. ppg W W W gRGA i �'�@ oN ffaa�s3�a °Q USE 1111117ASS PUSH LOCK i_w USE(11 BRASS PUSH LOCK (INSIDE) 49 _ r-+ OR 111 5/16-18 THUMB UR 111 5/16-18 TF1UM8 t 13 ��� SCREW I 0 THREADED H� 9 SCREW I,yp� THREADED /`D� a INSERT S(37 A7 t/3 SPAN SILL LDS;! y� 7O 2//3 STAN FROM SP AIJ E'yi�n BOTTOM OF SHUTTER 1/ ggg Yg 'a BOTTOM OF SHUTTER / (OUTSIDE) TYS, RECEIVING HOLE SHALL BE 3 3/B"I.1AX WIDTH,Up T / G 1"HEIGHT, 23 >5 tC� N $ TYPICAL OUTSIDE CORNER CLOSURE s 30 B ~ CCt DETAILS WO/CORNER POST --- [S 13 ODMORgWEP RLAMPE NTS C0 13 31 32 75 13 23 (OUTSIDE) 15-2339 SILL USE 111 BOX LOCK AT 1/3 r•.,• - SPAN TO 2/3 SPAN FROM FOAM RewmEnom BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE WQU 99 i CC2 DETAILS WO/CORNER POST P gEMB � MULTIPLE SHUTTER ASSLY NTS ZIS I, SCALE.3" 1'-0" E uI a 1--JLf, I L rf ' I . .. .. ranxx�a6Nrer4l0o,n_e Cl CONNECTION TYPE RR4gPiiat�1777 F�ry";; TING SCOCOULEERENCEFOR MAX, STRANCHOR EXISUCTURE ST ♦� J////f� _ SPACING Cl CONNECTION TYPE AX" 1/4-20 MACHINE BOLT \ REFERENCE ANCHpR I/Z" _ W/NUT(off 12"0 C OR O SCHEDULE FOR MAX - ® #14 SMS(a1 6"O.0 =7k SPACING I/2" ITYP.TOP&BOTT DI-i} 2 FASTENERS ALUM. TUBE 6063 6 ALLOY EACH ANGLE- SEE TABLE A FOR SIZE. '' ---' I uti 5 OR 6 OR Sf ��T�•, dT O 1"x 2"x 1/8" ' �.. I ALTERNATE 714RU BOLT wp OR 6 f! l OR 2-x 2"x 1/B" Ci CONNECTION TYPE =o ' ?�ALUM.ANGLE REFERENCE ANCHOR r1,"A GLASSCSCHEDULE FOR MAX SEPARATION ; THREE 3/16"0 ALUM, a ( �� -- �" I SPACING PER TABLE Oma"' H POP RIVETS OR /\ GLASS 5: W THREE 812 SMS,TYP. ° 17 'I; i {'~'�" OR DOOR�1 M W Q Y W 3/16"m ALUM POP �:'�� I 1 \1\1\,�"'`� u xi��r 17 RIVET .0 NI2 SHE (al 18"D.C.(TYP 1 �:I'-.- ----'!.�1 tt�k�,' �.- ow a TABLE A(CCT)__ _ \ - - / NAIL, �. (5�OR OR z O PRMSURE VS ALLOWABLE LENGTH F zw*x3'xT'k MAY USE MALE OR PSF No BjO Note CC3 FEMALE LOCK-SLAT w �t1 rd'1',�-. p 62 13V 188' ALTERNATE THRU BOLT I L I/4"MAX FROM PIN "1 72 124' 179t CONNECTION TYPE GUOE TO BUSHING ri b TYPICAL CORNER CLOSURE DETAILS REFERENCE AI`ICHOR RLFERENCE ANCHOR "' \ NPt 82 IV I7Y 13 N7S 5LNLUULWASHER(TYP.1E FOR MAX SCHEDULE FOR MAX ' *'„ � 19 w'6 91 114" 165, SPACING m 102 320" 160' All/ ANGLE SMS E CONNECTION } — ANGIE TO TUBE CONNECTION N 120 104' UT 2"x Z"x.125- 130 TA13LE13(m4) EXISTING HOST EMBED. 6063-76 n25 TUBE >i ? 2 80' 114' PRESSURE v�SQALLOWABLE LENGTH STRUCTURE STRUCTURE EDGE DISTANCE 5 CONNECTION TYPE PSF 2W[lf1 BJO 33'k3'1Ey0 REFERENCE ANCHOR a WITHSCHEDULE FOR MAX SPACING 62 113' 16V c 72 107, SST FASTENER P18"O C. E 3 {USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION = 82— 101` 14T IIN ANCHOR SCHEDULE)- SCALE:3'=1'-0-- m 92 95, 13V a 102 90, Or � V 120 83' 132' 150 79' 109' � w 6v 94. 3/16 RIVET OR q12 SMS 090"6063-T6 " wN GLASS 13 °w w o (a7 48"D.C. OR 7/L.2 17 ALUM TUDE TYP. i��'" x NUI&BOLT(TYP.) aFP PERTAABLE zI, .re 3/16"m ALUM.POP _ q o Irl ALUM, TUBE RIVET OR#125MS ��° GIASS 2 X aZ4 ����� 31 1B"O.C.I7YP.) 606J-TG ALLOY l £a OR DOOR 0 2 r SEE j$BI F Q,FOR SIZ£. 2"CONI INUQUS LL. o ut 2 EACH AN ERS EACH ANGLF ALUMINUM ANGLE R t'x 2"x 093"6063-Tfi OPTIONAL ANGLE INSIDE s p ALUM.ANGLE,TYP THREE 3/16"m PLUM, ORIENTATION TYP, 3 i6 SI POP RIVETS OR 17 17 0 S 6 e 6R 17 THREE ql2 SMS,TYP _-- _ ® ET1 E - 0 0 1"x 2"x 1/B" w e OR 2"x Z"x 1/B" 4 CONNECTION TYPE t3 ALUM.ANGLE �! REFERENCE ANC HAX "' Cv� n USE MALE OR FEMALE LOCK-SLAT - — SPA IIJPiA01RFM714L66YfpOPE --EXISTING CONCRETE, 13 t3 BLOCK OR WOOD FRAMI 15-2339 er.A1a INSIDE SILL MOUNT SECTION PAoI oaeama—(11 #17 x 1/2"GAL VANtZEO (OUTSIDE) LE SCALE:3"= r-u" CC4 TYPICAL CORNER CLOSURE DETAILS OR S S.SMS,3/16"0 ALUM NTS POP RIVET.OR 1/4_20 SIDE CLOSURE OPTIONS MACHINE BOLT 8 NUT SCALE:3"a 1'-0" l9 p 78"a I tK 65i9RAH00s P.E. C5 CONNECTION TYPE �'Rg 4I ' REFERENCE ANCHOR EXISTING t ttU4 zoSCHEDULE FOR MAX. STRUCTURE - SPACING GLASS m 2"� GLASS w Cl CONNECTION TYPE S"MAX /''1/4-20 MACHINE OR DOOR y OR DOOR----- ju REFERENCE ANCHOR I/ W/NUT 9 12"O.0 O7t it �qZ FNzp� €k 14 SMS(At 6"0CZ SCHEDULE FOR MAX. 79— -} No 13 Two`- FIN 13 a= S 2 SPACING 1!2" IT YP TOP&00TT6MI MIN .N ft.J GLASS }-Z u w !_'. 7 yN• _ 1/4"-20 THRU BOLT W/ CLASS X 40 EPARATIOPI O rn 4 - LOCK NUT 12'"Ct C OR EPARATION q S a N 14 X 1/2"51A5 0a 12"0 C PER X w O z I- w ,: Q T^ W M £t- OR 3/16"0 ALUM POP t 4 o r1 12 x 1/2"SMS n 12"O.C.E.S. PER w F TABLE 1 OR 3/16"0 ALUM.POP TABLE 2 h RIVETS )6"O.0 OR 1/4"d = u 0 w 6 ORSaJJ''S RIVE I5 6"O,C E.S. 1 Z ALUM POP RIVETS{�12"0 C. —�,•", 4 )R 1/4"m ALUM.POP RIVETS /f - to 11 AND 3� --- s- ! „yy V (w 12"O.C.C.S.---- - 1/4"MAX FROM PIN MN CLASS w F- aa f 1!4"MAX.FROM PIN ASSEMBLY SEPARATION �, <C u7 uk O9 AND 10 GUIDE TO DU6 HHIN6 1/2"TYP. GUIDE TO US NG PER TABLE _ t3 h+A=L"- ptm =Q @ - WASHER(TYP I ASSEMBLY— SSEMBLY WASHER ITYP) w -- x N 1/2" 1/2"TYP EXISTING CONCRETE, m Gt ASS J:'x zwp3 w 3 CONNECTION TYPE OR DOOR Gln / BLOCK DR WOOD FRAI411JG _ EDGE REFERENCE ANCHOR Q''^a Q h _ ! -CA CONNECTION TYPE DI•S1 SCHEDULE FOR MAX E op, aj EDGE REFERENCE ANCHOR SPACING ul0 W W DIST SCHEDULE FOR MAX 't SPACING AS SHOWN --C3 CONNECTION TYPE IN DIAGRAM ON PG.9 tw.'t �` REFERENCE ANC IiDR EXISTING CONCRETE, w 5300 66R SCHEOULE FOR MAX. BLOCK OR WOOD FRAMI4G SPAC114C ALT FASTENER /2.. 1/4'MAX FROM PIN �+ LOCATION.FRONT AND ^''� CI COHNECTION TYPE GUIDE TO BUSHING i -^—('SPAN RACK ANCHORS NOT REO'D (g} SCHE UIEEF OR MAY. !/ i!7 ig WASHER(TYP.) .w,¢� L V4"NAX FROM �✓INSIDE MOUNT SEC LION z WITH THIS COCATION 5 CONNECTION TYPE IK$ PIN GUIDC TO SCALE:3"=1'-0" SPACING BUSHING WASHER OA INSIDE MOUNT SECTION REFERENCE ANCHOR t tai s I SCALE:3"=1'-0" EXISTING CONCRETE, SPACING E FOR MAX �v o m BLOCK OR WOOD FRAMI EMBED. 'Z,Ta_1 mkt BUILD OUT MOUNT SECTION �•- TYP, BOTTOM EXISTING CONCRETE, �SCALE�3"�1'-0" g S q BLOCK OR WOOD FRAMING E r�j EDGE DIST �G = g NOTE:FOR DETAILS A.B,O,AND E ON THIS SHEET, iz THE BASE TRACK MAY OE INSTALLED IN SECTIONS �- —C4 CpWNEC11VFt TYPE ST RUC 7URE m REFERENCE ANCHOR EMBEp WITH 1/4"GAPS,O SETS Ai EACH SECTION HAS a 5 CONNECTION TYPE X A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX, REFERENCE ANCHOR B MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK T FO 5 6 SPACING SCHEDULE.FOR MAX n OVER WITH HGAP BETWEEN SECTIONS E CONTINUOUS 3 15 SPACINGGLASS ,r tt h w O OR DOOR MIN DOIL a w^ w N12x1/2"SMS(,ip 12" EPARA"SIO 13 = mi�,:l ■� O.0 OR 3/16"0 ALUM. PER w o N mGLASS 'i r Iwrr s O 3 E W 9fp! POP,RIVETS @ 6"O C TABLE 2 q f� t3 w �I u1 OR 1/4"0 ALUM POP q ooz~ DOOR OR MN.GLA Z u' S! U IC MN GLASS 13 X=_m-' RI VET'S[d 12"O C. T Ott. P N t7 In q PER TABLE 2 a' SEPARATION N'q O 4 `"� v N- y,Z 0 hI �y c PER TABLE xwa Zl (7}AND B Z1LtQ oStOL& R 1/4-10 S.S.MACHINE q w o 4 "' 1/4"MAX FROM PIN qqq''' ,y SCREW&NUT(t E N ASSEMBLY IT i/?„ 1/2" GUIDE 70 BUSHING q 12"OC. �_ ,1 w TYP, GLASSR DWAS HER(TYP.i I. R �ggry OR 1/4"MAX.FROM PIN m w o _ 1/4"MA+�t FROM pit! - X GUIDE TO BUSHING w '4 CONNECTION TYPE 1 Z" GUIDE TO BUSHING— 0L q' `' WASHER(TY I p X S WASHER(TYP! EDGE REFERENCE ANCHOR O 5 6: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX !. r s `� BLOCK OR WOOD EXI5TNG CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE OCfAtlGIRIANi(Lli0ii4pDF,E _ _ FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR 1N DIAGRAM 4N PG 9 REFERENCE ANCHOR 15-2339 OR SCHEDULE FOR MAX. _ SCHEDULE FOR MAX exiull 11 x-T x 1!4^CONT / -rG 3 CONNECTION TYPE N12 x i/2"SMS CB 12" SPpgS11:1G 063-T6 ALUM,ANGLE REFERENCE ANCHOR SPACING ALT.FASTENER 1Kanuoest�rs_cwl CC,FOR MAX 0C.OR 3/16"d ALUM LOCATION FRONT AND 15TtN NCRE TE, AY BE REVERSED � SPACING POP RIVETS @ 6"O.C. BACK ANCHORS TIO RED-0 BLOCK OR W b FRAMING 5 SHOWN DASHED) OR 1114-0 ALUM POP WITH THIS LOCATION �WALL MOUNT SECTION RIVETS(D 12"0 G. { ) �9 L 1 E SCALE / INSIDE MOUNT SECTION SCAL/ LE:3"=1'-0" SCALE� :3"=1'-O" f WALL OUT SECTION O SCALE:3"=1'-0" I NK L EENNMDO P.E. MN GLASS 1111 °4o6r4�v !i:(',�: GLASS SEPARATION 2 .. ' .I OR DOOR PER TABI.F.2 13 0 2 o ` .01 ,—GLASS OR _* NOP •d r U v DDDR F M : 00465 '. GLASS OR DUOMN GLASS R SEPARATION '. Uf _19 ry- X IA IA n W PER TABLE 2 - a < a MN GLASS W J STA - =r w SEPARATION R h m �{• • �I o� Il7 r PER TABLE 2 F W J< � ✓� •. C ''JJ o W _ x Z o IJ,I a M L7 n ~oh1 �'>Qs f 13 X w¢� 13 zoo o FIOz CI CONNEC71ON TYPE t OMAX.FROM PII4 GUIDE 28 e a < O 1 v< REFERENCE ANCHOR F_ U'l sN ry W SCHEDULE FOR MAX. u3�y 1'U BUSHING WASHER ITYP 1 2` .250" SPACING <IA y 4, w I / TWO 1/4-0 WOOD 'A�7 LAG SCREWS V 2J.•• 'C4 CONNECTION TYPE �7 I .250" pW •• 0 C MAX WITH 2" REFERENCE ANCHOR / F- S� I8e �C1 THREADED PENETRATION O SCHEDULE FOR MAX. / I '•T"INTO CENTER OF 2X STUDS SPAGNG w `b /O N EMB '•T• 14 SMS Ld MIUSPAN BETWEEN / IS W G' STUDS FOR TRACI(TO 1"x 4" /- / EXISTING HOST STRUCTURE PLYWOOD A 7118E CONNECTION r s TU CCO FINISH 1-a "x.125" 60643-Tfi ALUM TUBE ON rn ON DECORATIVE: FLOOR TRAGIC DETAIL (pl WALL MOUNT SILL DETAIL m THIS DETAIL T D BE USED WHEN STUD SPACING �� SCALE:3"=1'-0" SCALE:3"=1'-0" � EXCEEDS TI1E MAX.ALLOWABLE ANr FI SPACING. OO NaYoq� O WALL MOUNT SECTION THIS DETAIL MAY O9'°C m C C' ALSO BE �5 r`f SCALE a 3"=1'-D" AT TOPUSED QP 7 c ACCORDION SHUTTER it 3 PER PRODUCT APPROVAL F o —GLASS r o m :3 ;u KN.GLASS OR DDDR F SEPARATION 13 m IA N PER TABLE N I EXISTING WOOD(G=0.42) L E a APPLICABLE AT TOP X 4 IL TRUSS OR RAFTER IIAYY, S p AND OR BOTTOM 4 a X 4 [0'24-MAX.O.C. 1-1/2'l-I/2" F 2"OR 3N L In EXISTING FINISH i ' � !I I MATERIAL 2'MIN. - 1/4"MAX FROM FIN GUIDE 2"x 5"x 1/8"6063-T6 1/ C"J TO BUSKING WASHER ITYP I ALUM.ANGLE L•J/TIIREE s 2"X3"x3g"x CONTINUOUS OR (II 2.175" 3 6 1/4"TILE(TYP.) 1/4"9 WOOD LAG i1 i1 w g G 2'x2"x)'e"x CONTINUOUS I FINISH MATERIAL SCREWS WITH I Y J� 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED - EANH R."T"IIJ WOOD @ 5 G 0.9"MLN.THICK 6061-T6 ALUM TRACK X �=:� —1/4"m A325 GRADE THRU BOLT(d 7"U.C. EACH RAFTER OF TRUSS. ANGLE FASTENED TO FASTENED TO ANGLE W11-11/4-20 F OR 5,16'•0 A325 GRADE THRU BOLT Ciil 12'D C. 24"O.C.MAX WHERE ly EXISTING3 FA CONCRETE MACHINE SCREWS AT 3"FROM ENDS 'GAL V.OR 5.5 ANGLE EXTENDS BEYOND g _ AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN a w 6 tJf HOST STRUCTURE WITH 'E 0 �- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO %13ELCOULTRACONSAT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS. ww w OR 7/4"0 LAG SCREW 9"O.C.W/1-7/B" I-w» 3"FROM ENDS AND 4'O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) �° w x o•- FORBAIANCE WITH 1�� MIN.EI•IS. IN WOOD SG=0.42.TO 0.55. 13 j u1 W W r? MIN EMBEDMENT AND 2%: MAX.DESIGN LOADAT5'-0" SPAN: E XISTING COKCRE1E. _ o 4 MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR / p W G OWIWNfT11NRLe7WWIE STAGGERED WITH 3'MIN. MAX,DESIGN LOAD AT G'-D'MAX SPAN: WOOD FRAMING.SEE x o z z x s x ve color. <�.< 15-2339 SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ALUM ANGLE 16063-T61 xBASED ON I a _ BUILDOUT MOUNT STRUCTURE IMAX.DF I Q SCALRJ K47Pffo�I HD SCALE.NTS IMAX.DESIGN LOAD x 72 P S.F) _ Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE+3•'=1'-0" O SCALE•3"=1•-0'• EXISTING HOST ALT.LEG DIRECTION 4 LII€ NNAROOR P.E. STRUCTURE 1/4"ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN 1 g7j!/j ,'`' 12"MIN FROM EDGE OF ACCORDION ROUND WINDOWEMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM EDGE OF SHUT-TER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE .,`y,7��•} �I M1 I A% (2)6063-76 ALUMINUM TOP OR BOTTOM ANGLES PER BEAM ENO,SIZE '. - PER SPAN TUBE SCHEDULE _�-: _ EMBED. SPAN TUBE PER - DESIGN SCHEDULE - ACCESS HOLE EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT 0T'.. E p~M SHUTTER BLADES E UQ — 12"O.0 OR 414 x 3/4"SMS 6'O.C. �s• �,eo y 3.5'MIN TYPICAL 4�, ll s 6 1Cu� C74 12�u4 s E MIN 3 16 •X¢ Q� EDGE z x 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS t3 W z uJ- Z p } ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION O> )f,J q� 0N W wu MAXIMUM OF'M WINDOWS GLASS OR po PER EVERY OTHER BLADE DOOR x o Il -szI 1 LIGHT-N-VIEW WINDOW DISTANCE 1/2-MAX 3'MIN ¢N py(�ii�IJ,///D "0 8 8 N.T.S. EXTERIOR ELEV x p Nm W o I7 3 16 TO MAX G WA PIN GUIDE IN O 70 BUSHING WASHER 17 YP 1 M K^ ACCESSMACHINE BOLT W/NUT 0 —I/2' HOLE 12' Co„ OR 414 x 3/4”SMS 6'O.C. wIA 2.875'0 HOLE TO �- - SPAN TUBE PER RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY eel_�.� 1/2' �(2)6063-T6 ALUMINUM r'JL AX. ANGLES PER BEAM END,SIZE o EXISTING ,-L PER SPAN TUBE SCHEDULE E d HOST 1/4"0 THRU BOLTS SEE BEAM z m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS �1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN Ia EMMBED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM FF -{}}}--- SPACING,AND 3'MINIMUM EDGE)ISTAAICE 9 p ?125' 0.032"-N{0.125' MAX.DESIGN LOAD=f 72 PSF o g 0.032" III SPAN TUBE SECTION f B N.T.S. VERT SECTION SPAN TUBE SCHEDULE h / 6 � NUMBER OF ALLOWABLE TUBE NUMBER OF MINIMUM ANOIE TUBE SHUTTER( SPAN THRUBOLTS ANCHORS PER LEN0711 d s ROUND SIZEH2�i;— ANGLE AN M' WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP_T BOTTOM Rl �m �'IpyX1 n ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE _I_�________-.__-_ 1356 x 3 4• T101.r 106.A• z a 3 3 r i 79L4'- 2 23 _ 31_ 2 a_ 4' T124.[ 2 2 3� 3 TI. T102.9' 109.8' 2 2 4 4 e _ / 80' 138.0• 188.8' 2 2 3 3 T _7" !� gq� I ) ZkOk w122.7" 164.r 2 2 3 4 7' 10' p ^1 02.875• (--(0.188• O.tzS• 03.250" ) 123' 115.1` 137.6' 2 3 4 5 I iP 13" d B5 BO" 188.1' 240.0'io,x _2 —2 3 _4 I 7' _10:_ / 251675' 9B' _140,8' 220.9' 2 3 4 8 10" 18_ > YY ' \ / 0.1A75' 123 132.2' 203.1' 3 4 5 7 13' 18' LIGHT-N-VIEW WINDOW \ -- D29 xxmmBRBnTLPB{W EOPf 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94H0 �� / SPAN TUBE SCHEDULE NOTES: x x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339 2. USE 2"x5'xl/4"ANGLES FOR 2"x8"&2'x10'BEAMS. �,••., 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAae BpcAl PI, 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS EXTERIOR ELEV 6. LAP BEAMSDARELNOT ALLOWED. o 7. ALL BEAMS AND ANGLES TO HE 6063-TG ALUMINUM. ANCHOR SCHEDULE: CONCRETE FPANKLD NNARdp,P.Er Iii! rFE0iN6549 <.f`� 2.5"MIN EDGE DISTANCELOAD Spans Up 5o 6'-0" Soans Up To 8'-3" Spa-Up TO L21-0" ` ',{�y►{�j F7 GT (PsO NN TYPE ONN TYPE CONN NPE RI-_ E�'I - 0.1 NCNDR C1 'C2 C3 C C9 C C2 Q C4 CS C1 C2 1 C3.1 C4 1 CS 1/4'ITW TAPCON ORELCO Al0' Y6 0" S,0«18 "IG.O" G. It2.4" 9.0" 13_0 k5.0" 5.0" 9.5" SS" B.5"14S" _y4- No PE004 ULTMCON WITH 1-3/q' S 16.0"1 �L0,5"14.5'1 10,0'1." 7.0" 10.5"1 .0"15,0" 7.5"14.5" 7.5' 10_5" EMBED(3392ps1 MIN CONC) `61 16.0"16.0" 0.5" IZ.S"18.0"16._,_0" 9.5' S,5" 0�5" 15.0"Y5.0" 75" u' 7.5' 10.5" IJ p.N} T.0" IItO"16.11"15,5"0.0" 5.0" 7.5_' If.5"15,6" 7.5" 4.5" 7,5' 10.5" - 7 i 8 COMO INA TICUt0 STATED Q p$_ 100 19.0" 7.5" 4.9" 7,9" 111,9"19,0" 7.5' 4,S' 7.5" i0.5"15.0"7.5" 4,5"7.5" 30.5" 2 x S(TYP. 9 / TG COI4BINA TIOIrY� •,T * .s 1/4'MILLENIUM MILLFAST 43_15.0"'16.0"25.0"16.0"LG.O"3G.6«16.0" 9.0" 13.5'16.6"16.0•' 0,5" 5.5" 9.G" 13.5" rrLC <ORID �1 Ri . WITH 1-3/4"EMBED(3275psI 53 18.0"16.0'•11,0"15,0•'18,0"16.0"1L0" 7.0" 10.5"16.0"13.5" 7.0" 4.5' 7.5" 9.5" i1sS """ m MIN CONCRETE) 62 18.0"2SA" 8.5" 13.0"-16.0"16.0" B.5" 5.5" 9.4" 33.5"13.5"17.0" 4_5" 7,5" 9`S' O '�/�ANAL _ 11.0"16.0"14,0" 7,0" 4.5" 0.0" 10.5" 7.0' 4,5" 7.5" 9.5" TT!!l7ttt U _100 135"14�5 7_5' 9,5" 13.5" 7,0" 47.5" 4.5" k3.5" " 4S" 7.5" 9.5"1/4"ELCO CRETEFLEX SS4 93�16.0" SG,O"16.0"16.0"iG.9"13.5'16.0"16.0"16.0"13.5'8.0" 13.0"36.0" WW(2"EMBED(335UW MIN 53 15A" 10.0"16,0"LG.O"16.0"10,0"25.5"16.0"15.0"10.0" 6.5" 31.0"14.0" 1 x 5(T Y P. 2 x S 17 Y P.1 CONCj 6Z i6_0" 16,0"IG,O"IG.O"12.5" D.O" 13.11"36.6"26.0"10.0" 6S" 31.0"t40"70 16.0" 16:0"16.p"16.0"SDS_' 7.0" 11.5'35.0"I6.0"10.0" 6S' 11_,__0"y4iDT' //�( 6=300 IGD" IIA`14,0"16.0"IO,o" G,S' 11.4'"14,0"16.4"24.0" 6.5'-11.0"14.0" J(1(IJPJY�f/(y"/jl�j Itt _1'MIN EDGE DISTANCE O tU w C! Q Q C4 CS CS C"2 Q G4 C5 CI Q �C3 C4 CS NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING L1 1/4"OW TAPCON OR ELCO 43 15.0"1 L6.0" 7.5'1 8.0" 16,0"16.0"16.0" 5.0" AS" 16.0"16.01119.01, 3.0" 4.0" 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4" 53-16.4"16.0" 5.S" 6.5 16.0.'25.0"22.0" 4.5" 16.6"14.5"17.5" 10.0" - C2 CONNECTION TYPE USING PIECE ©0 WITH OUTSIDE IT EMBED(3192ps1 MIN CONC) 62 16.0"15.5" 4.S" 5.5" 16,0"16.0" 9.0" 4.0" 14.5"145" 7.5" 30.0" ANtHURS ONLY iii C4 CONNECTION TYPE USING PIECE O WITHIN 70_16.0"12.5" 4.U" S.U" 15.0"15.0" 7.S' 'Y' 31.0"14.5'K7.5" 10`0" OUTSIDE ANCHORS ONLY ___ _ I06 19.5" 7.5" �� ' 10.0"14.5" 7.5" 10.0"14.5" 7.S' 30.0" A 1/4"MILLENSilM Mi41PAST�43 16.11""I6.U"Il.tl"13,9"16.q"16.0"13.0" 6.5" 9,5" 16.0"13.0" 7.0" 4.0" 6`5" 10.5" t�2 i / Wti'H L•3/4"EMBED(32TSpsi 53 I6_0"t6.4" 8,0" 21_0"16,4"16.0"9.0'_5.0" 7.5" 360"105_555" 5.5 7.5" ANCHOR NOTES: tu .� MIN CONCRETE) 62 16.0"115" 6,0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 1Y.0"30,5"'5.5" 5.5" 7.5" p� ¢ 70 15.4" 4.5" 5.5" 8.4" 16.0"21.5 SS" 9.5" 8.5" SO.S"9.5" 5.5" 7s" 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGy~ Z p 100 10.5" 5.5" 9.5" 7.9" 10,5" S,S' 5.5" 7.5" 10.5" 5... 5.5" 7s., ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE H ¢r� LIMITED TO THOSE SNOWN IN TApLE 1 p 1 IP++rr p� = 1J4'ALL-POINTS SOLtWSET 1-3j4'M[N EDGE DISTANCE (9 )' d u ANCHOR W/7/8"EMBED& C2 CZ C3 C4 C5 GI C2 Q C4 CS CS C2 Q C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �m I/4-2055 MACHINE SCREW 93 16.0"16.0' B. 14.5"16.0"16.4"12,0" 5.5" T.5" 16.0"13.5" G.5" 3.0" 55^0" SOA" CHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR •� IUALTO NEGAT]VE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER E (3000Ps1 MIN CONC) 53 16.0"15.0" 6.5" B.0' 16,0"16.0' 8.5" 4.0"6_0" 15'5"10_A" 5.0" 4.0" 7.0" THAN OR EQUALTO SHU77ER SPAN. E 62 16.0"11.0"5.5" 7.0" 16.0"12.5' 6.5' 3.5" 5.0"'10.0"10.0" 5.0" q.D" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF COA NECRON TYPE. - E a 70 16.8" 9.0" 4.S" 6,0' 16.0"10.5" 5.5" 3,11" 9,4" 0,0" 30.0"5.0" 4.0" 7.11" � - 100 10.0"15.0" 4.U" 7.0" 10,0" S.p" q.0" T.0"10.0" 9.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE a g s I/d"ALL-POINTS SOLID-SET 3'MIN EDGE CE, BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEOULE FOR PROPER ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Ci Q Q C4 CS C1 CZ of 5 C1 22 L3 CA LS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION C 1J4.20 SS MACHINE SCREW 43 L6A' 26.0"36.0"36.0"16.0"15.4"16,0"12.5' "16,0"16.0"11.6" 7A" 11,0"16,0" CONNECTION TYPE. 30p0 sl MIN CONC -'+---^'"'-T - ( P 1 53 16.0"16.0"13.5 16.0 16.0"16.0"1q.0" 8.5" 13.5"16.0"16.0" 8.5" 5,5" 9.6" 32,0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ,./ 62 25.0"16.4'lo.5"I6'r 16.0"15.0"11.0" 7.Q" 11.4"I5.0"16.0"8,5" 9.5" 9.5" 12.Q" ONLY. S 1-0 70 16.0"15.0" 9.0" 14.0"16,0"16,0" 9,0" .0" 1.5- 13,0"16,11" 8.5" 5.5" 9.5" 12,0" 5, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 140 16.0"18.5'! 5.5" 9.5"112.0"(16.0'18.5"15.5"EDGE 9,5"112.0"11611"1 8.5" 5.5" 9.5" 12:0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.FMEEDMENT 1/4"POWERS 55 DROP-IN I-5/8"MLN EDGE DISTANGE _ _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER e Y W( 3J4-20 SS BOLT ANDHjI3 CS CZ C3 C4 CS CI C2 Q C4 GS Cl C2 C3 C4 C5 FINISHES. �I 1"EMBED(300ops1 MIN 16.8"160'34.0"I6.0"16.0"16.0"114.0"10.2" 12.5"]6.0"14.0" 7,5" 5"-_0" 8.0" ]3S" 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS q 4 CONC) 16.0'16,0'_9.5" 14.0"16.0"S6.o" 9.5" 6,0" 20.0"16.0"11,5" 6.0" 4,0" 7.0" 8�0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 3 G i6.6"12.5" 7.5" 12.0"i6y6"lA.5" 7.5" 5.4" 8.5" 12.5"11.5" 6.0 4.G« J.6" ." MEMBERS N07 PLYWOOD.FASTENING TO PLYWOOD IS ACCFpTABLE ONLY FOR16.0"10.0" 6.S" 10.5"16.p"13,0" 6,0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" " SIDE CLOSURE PIECES. Q��ad�13.5" 6.G" 4.0" 7.0" 8.0" L3S' S.6" 4.0" 7.0" 0.0" 11,5" 6A" 4.0" 7.4" 8.4" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAT42NG,FASTENER 1/4'POWERS SS PROP-IN ^1j2"MIN EDGE DISTANCE SHALL 8E LOCATED IN CENTER NOMINAL 2"x 4`(M(N.))WOOD STUD.3/4` 5 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LRG SCREWS SHALL s1 I( e Wj 114-20 SS BOLT AND Ci C2 C3 C4 CS Cl C2 C3 C4 C5 Cf CZ C3 C4 CS HAVE PHILU FS PAN HEAD Oft MEK HEAD. 1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"I6,tl"14.5" 9.0" 13,5'36.0"15.0" 7.5" 5.0'_9A" 12.0" P� A CONC) 53 16.0"16A"10_5"IS.O"'16.0".16.p"10.0_' S.5" 10.5"TGA"12.0" 6.0" 4.0" 7.5" 8.5" 9.. j.(pCHINE SCREWS SHALL HAVfMIN1MUM OF 1/2"ENGAGEMENT OF THREADS IN 6 0 62�16.0'1 23.11" 8.0" IZZ.S"16,0"25.0"8,0" 5.0" 9.tlTM 12A"f2.0" 6.0" 4.0" ZS" 8.5" BASE ANCHOR AND MAY HAVE ITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT),U.O.N. T3 •70 16.0"_10.5" 7.0" 11.0"_16.0"12.5" 12,0" 6.0" 4.0" 7.5" 8.5" 2011 12.0'T 0.0" d.0"7.5" 8,5" 12.0" 6.0" 4.0" T.5" 0.5" ]20" 6.0" 4.4" 7.5" .1 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 8p( .-.... _._._.� 2"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �i'� •�a R32SMS Wj 2'EYEWAil. CL C2 C3 C4 C5 CS CZ Q C4 C5 CI CZ C3 G4 CS NUT OR WASHER WINGNU7 ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16:tl"16.0"16.0" 7.5" 36.0" 6.5" 13.5" ltRtNKLt8f/MDIOPE (20000 MIN CONq 53 1G.G"]6.4" 8.5"i1.0"16.0"16,0"i2.5' S,S' 8-0^ 16.0"14.0"?.0" 3.5' 5,5" f0.ff' il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 155_2339 62 16.0"15.0"17.0" 9.5" 16A"16.0" 9.0" 4,5" 6.5"14.0"14.0" 7.0" 3.5' 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 00ALc1 - - 70 16.0"1111" 6.0" 8.0" 16.0"14.5" 7.S" 4.0" 8.p" 10,5"14.0" 7.0" 3.5" 5.5" 20.0" DRILLINTO HOLLOW BLOCK NOR SHOGLD IMPACT'DRILLS BE USED TO INSTALL AIL p ryTipl, 100 14.0" 7.0" 3.5" 6.5" l___14A" TA" 3SL S.S' I0,0"14.0" 7.0"J..51 5.5" t0.0" CONCRETE SCREWS TO HOLLOW BLOCK rail BMS W/2.75'EYEWAIL 43 16,0"16.0"16.11"16.0"1G.p"16.0"36.0"10.0"14,0"16.0"1G.0"11.5" 0" 9.5" 16.0" ARMOR INSERT W/2S" 53 26.0"16,"12_0"16.0"16,0"16.0"7S.0'7.5'T 11.0"16.6"16.0" 9.0" A" B4O" 13.11"EMBED(2000ps1 MW CONC) 62 160"16.0"9.5" 13.5"16.0"16.0"ILS" 6.5" 9.5" ]6.0"I6.D" 9,0" .0" B4O" 13.0"70 16.0"15,0" ao" Sf.5"150"15,0" 9.5" H.5"85" 14.4"I6.0" 4.0" A" 8.4" 13.6" 100 16.0" 9.0" 5.0" e.p" 13-011,16.0" 9.p" S.p" B.0" 13.0"16.0" 9.0" 5.0" B4O" Y3.0" z2j_j i i FRANK6 5ENNAAOp,P.E. ANCHOR SCHEDULE: CONCRETE (CO_ NT.) ``rlll3trlrr/ ePwws49 ��.-.•.....,, 1y 2-8/16'MIN EDGE DISTANCE 3.1/8'MIN EDGE DISTANCE LiCENSF yn =^1 G SpOns Up Tp 6'•0" Spans Up To 8'-3" AREI s Uy 7012'-0" spans Uo 70 6'-0" Soaps Up To e_-3" Spans - LOAD CONN TYPE CONN TYPE CONN TYPE CORN TYPE CONN TYPE CONN TYPE �' No PEOU46549 D ANCHOR z test} Ci C2 C3 C4 C5 C1 CZ C3 C4 CS Ci C2 I C3 C4 CS CS CZ C3 C4 CS C1 CZ C_T C4 CS C1 C2 C3 C4 C5 *1 �- S/16"TTW TAPCON XL WITH 93,16.0:'16.0"16.0,16.01'16.0"16.0"16.0" L1�0" 7,0" A2�0"160"10.0_16_0_36.0"iG_0"26.0"1G,q"1G.0"12.5'16.0"16.0"16.p"•11.5" 7.S" 12,0"t6.q" �'O D N 1-3j4"EFSDED(2899ps1 MIH 53 16.0 16 0"I4 0 i6,0"SGA"16.4"14S_ 4_p'• 14.p"35.0'16.0" 9,9" 5.0'• 30A"12.5_:16 0 ibA_14.5"16.0"25 0 10 0' 15.0 4.0" t4.5^16.0"}6.0" 9.5" G.0" 10.5«I3.0" ,,. �y x CONC) -62 26 00_t6 0 I1 5 Ifi�O"16.p"1G.q"115" 7,5' t2.0"16,0"16,0"4,b 6.0" i0.0"12.5"16.0 Y6_0"1-1,5"36.0"1G.0 L6.0'13.5 7.5" 12_0"16.p"16A"_9.5" "O STATE OF da- 70_16.0 15.5' 9.5" l5.0"S6A"16.0" 9.5" BA" 10.5"13.5'1G�0" 9.0"6.0" 100"12S"Y0.0"i6.0"Itl.O"150"16`0"1G,0"10.0"6.5_' i0�5'14.0"16.0 r" 6.0" 10:5"13.0" ���� F<ONIO_]`..''•\" 0 too 16.0" 9,0" 6,0" 10,0"12.5"16.0" 9.0" 6.0" 10.0"12.5'16.0" 9.p" p.0" iD.6"12.5"1b.0" 9,5" 6A" 14.5"33.0"1G.tl" 9.5' 6.0" lO.S'13.0" " 9.5' 6A" 10,5"13.0" / 5136"ELCO ULTRACON WITH 43 X6.0"16.0"16.0"16.0"16.0"16.0"16.p"13.5"116.0"116.0-16.0"12.0" q,0" 13.5"14.0"SG.D"1G.0"IG,O"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13.D" 9.0" IS.p"16.0" �NAL�'"��� 1, I-3j4"EMBED(3500ps1 MIN 53 16.0"16.0"16.0"16.0"S6.p"26.0"15,5"A. i5A'•i6.D"150"_9,S" 6.5" IS,S"13.5"10,0"25.0"16.D"SG.O"56.0'"I6.0"}6.4"St,O"55.0";6,0'"160"lO.S" 7.5" 12.5"SS.O" 'rr t r I t 1 31 Nl Z1w. CONC) 62 16.0"56.0"12.5"I6.0"16.0"1fi.0"12.0" e.p"14.0"16.0"16,0" 9,5 6.5" 31.5"13.5"iG,O"LG.O"14.D"16.0"16.0"1fi.0'!I13.S" 9.0" 15.0"1616^0"16.p'910.SI' 7.5" 12.5"15.0" fR"'t` 5 -gym. '90_ie.p"I6_Q f0_S"16.0"26.0"16R•'10.0" 7.0_22.4 54.5'26.4" 9.5" 6N5_ SI,S_13.5 16.6L36�4 11.5 160"ib_9 56.0 31.0" 7.5" 13.6"I6.0"15,0 f4.5^ J.S" 22.5"15.0" tJ ¢��pmi Gz0 _ __. _. _ _ ---- -_ = __.-1- (I _._" ggpp 15.0"16,0"10.5•' Z +� i 15 !/q"304 SS POW ERS TAPPER f-i/2'HIN EUBE DISTANCE 3^MIN£OCE DISTANCE �J,) ry .-._. -_., .. _ ___._ -_ __ _ _ _..... -,___, _�,__�___ -' W/1-3/4"EMBED(3000p51 Cl C2 C3 C4 CS CI CZ C3 C4 C5 CS C2 G3 C4 CS Cl C1 C3 CA CS CL Q C3 cA p Cl ¢ p G C5 yrr "IN CONC) 43_16,0"14.5" 6-5" 8.5" 16.0"12.5" 7.0" 4.0" Ol ¢m 8.5"4.5" 6.5"19.0" 9.0" 4.5" 3.0" 4,5" 9A" 6,0" 3.0" 3,0" q.D" 10.0"16.0., 9.5"13.5"16.0"16.0" 9S_6A" 9.5' 16.0"12A" 6.0" 4.0" 6.5"3 6,5" 62 13.5" 6,5" 3.5" S.5" 12.0" J,0" 3.5"' 4.0•' G.0" 6,4'• 3.D" 3.0" 4.q" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6,0" 9.0" 6.5" B.5"_ N 13 Nsvemroamo- .� 3.0" 5_0" SOA" 3,5" q.5" 5.0_3.0_' 3.0" q_0" 36.0_10.5" 6.9" 10.0'_Y6.0"32_S' 6.5_ d.0" 7.4" 9.0" 22.0" 6.0"4A" 6.5" 6,5" RR _ -... ._ ___ ___ _ _ _ _ IDD 6.0" 3.0" / 3.0"1.0" 6.0" 3.0" 3,tl" 4.0" fi3O" 3.p" 3,0" 4.0" 12.0" G.0" 4.0" 6,5" 8.5" 12.0" 6.0" 4.0" 6,-_5" 8.5" 12.0" 6.0" 4.0" 6.5" S. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK a I"MIN EDGE DISTANCE __ ___ _ 2.112"MIN EDGE DISTANCE _ C LOAD Spans UD To 6-0" Spans Up To 03" -'�S�oans Up Ta 12'•6" ans U Toiioo Span$Up To 8'-3" -SDa"a u Ta lz•-D w�$ ti CONN TYPE CONN TYPE CONN TYPE CONN TYPCONN TYPE CONN TYPE (L+ g o ANCHOR 47 _ �Psn C2 C2 C3 C4 GS CS C2 C3 C4 CS CS C2 p C4 CS C3 C2 C3 */ 0 Ca CS C1 C2 C3 C4 CS 114'ITW TAPCON WITH 43 0,5" 7,0" MY' 8,5" 6,0" 3.S" 6.p" 3.5" 31.5"10.0" S.0" 4.5" 6.5" 4.5" 3.0" 4.0" 3-f14'EMBED S3 7.4" 4.0" / 7.D" 4.5- __ 3.5"2 5.5"3 5" 6.0" 35'• 80" 40" i 3.0" 4.0" 4.0"*0" 3.0"/ /' G5" 3.5" 3.0" 4_0"1ri��u/�� / 4,0" /t/4'ELCOULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.0" ,// 9.0" 130"305" a�5' q�0" 9.0" 5i0" q�p" r Q 1-1/4'EMBED 53 LO,S" G.S" 10.5"-6.5" /f f 6.5" / ip,5" 6.5" 3.5" 5,0" 30.5" 5.5' 3.5" 3S" 6S" 4A" 633 A ' 62 8.5"/ / / / / 4.0" 4.0" ff 70 7.0" 7.5" , 7,0" 3.5" 3.5" 7.5" A,5" 3.0" v . 100 .// / 4,0" _1_0_" 4.0" 3.0" 4.0" 3.0" 114'MILLENIUM MILLFAST 43 32.5"SO_S" 4.0" 5.0" 12.5" 9.4" 5.0" / g,0" 5.q" 4.0"13.5"11.5" 5.5" 7,5" 13.5'10.0" 5.5" 5.4" S0,_0" 5;5' 4,5•' ANCHOR WJ 1-I/4"EHBC-0 53 10,0" 6.5" / ' / 66^0" A,0" 11.0" 6.5" 4.0" S_5" 11.0" 7,0^ 11uu GZ 11.0" 4.0" d.0" w 70 6.S" 7.D" 4.0" / 4.p" 4.5" d.5" �^ IGO 4.0" 4.0" 4.0" /� 4,5 / IM'ALL-POINTS SOLID-SET -iJ MIN DGE DLSTANCE 2'MSN EDGE DISTANCE ANCHOR W/7/8'EMBED& Cl CZ C3 U CS Ci C2 C3 .Cd C5 C; C2 p C4 CS C1 C2 C3 CA C5 Cl C2 C3 C4 C5 C7 C2 C3 C4 C5 1/4-2655 MACHINE SCREW 43 35.4"13,0" 5.0" 6.0" 15.0"11.0" G_0" 3.0" 4.0" tI.O° 6.0�3.0" 5.0" S6A^36.4" B.5" 10.4"36.0"15.0"10.5' S.0^ 7A_' 36`4"1111-_tF' S.5" 3.4" 4.5" 8.5" a 3/e x 57 12.5" 7.5"3.5" 4,5" 12.5" 0.0" 4.0" 3.S" 6.0" 5.0° 3.5" 100"13.0' 6.0" 8.0" 16.0"14:D" Y.5" A.0"-S.5•' 13.5' 9.0" 4.5" ld+ EI iO.S' 5.0'" 5.p" 3.5" 15;0" 9.5^ 5A" 6.5" ICA"13.0" 5S" 3.0' 4.5" 9A'• 94_4_^5" q p« 5 5•'' 6660 70 6,5" 4.5" 3.5" 9.0" 5,5" -0,0 i,p" 3,5" 1-0.5" 0:0"iq,9" 6�0'• 15.5"_9.5" q,5" 4.0" 7A" 9.0^ 4.5" 4.0" 6.5" 104 5.0" i 7.S' S_0" 3.S" 5.0" 3.5' 9.5"d,S" A.0" 5.5" 5/16"ITW TAPCON XLWITH 3'M[N EDGE DISTANCE 411'14111 EDGE DISTANCE 1-314,EMBED Cl I C2 C3 C4 I CS 1 Cl C2 1 C3 CA T CS-T CS C2_1 CA I C4 I G5 CS CZ CA C4 CS CI CZ CA C4 CS CI CZ p Cq GS U 43 g vgg/ l f 16.4"16.6" 9.0'•12A"16.0 mut 7,5` 5.0"1 8.5"114.W I8.0" 4,0•' 3.0" 5.5" 6.5" / tr f 45.0" 56..55` 4 °4444...595"" 6.5" 60- S.0 6.5" 65" q .S6.550.06.5q, 70 8 a h e p# 3 q$ j 1-9116"MIN EDGE DISTANCE _ 3.1/8"MIN LOGE DISTANCE 5/16'ELCO ULTMCON WITH C1 C2 C3 viJ[5 Ci C2 C3 C4 CS Cl CZ 1 C3 Cq ( C5 CS C2 C3 C4 C5 Cl C2 C3 C4 CS Li C2 C3 Gt 1 CS- �p ! 1-114'EMBED 43 12.0°50.0" 52.0" 6.5•' 0.5" 56.0"36.6" 8.6"21.0"16.0"15.0" 6.5" 7.5" 15.0" 8.5" / 9`' 6,0 . . . 7A" 620 , 20.57A wp2tl1tt5rM-72sL3te3rn9O o/i I 7.0" 14,5" B,S" 7.0" 7.0" 70 G.5" Ate` 6,0" 12.0" 7.0" 7.0" 109 ! 7 70.. ZO,• f 7.0" ` R4ce peu'alPnaN t ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES, ()}t it t' ANK L ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 4 PE00"a6NNARDO,P.E. `1111111111 E0046549 ; .."•".f," 2°MIN EDGE DISTANCE �1 r1Y`••• _ �i . -_-_ Stuns Up To 6'-0" Scans Up To 8'•3" Spans Up To 12'-0'• LOAD CONN TYPE CONN TYPE CONN TYPE `� `•- z ANCHOR (PSNOP ' ClC1 C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 G CS _„�. ; E004654 ;R 72 SMS W/2"EYEWALL J4316.03fi.07.5" 9.0" L6.0"15.5" B.5" 4.5" 6.515.58.54.5" 4.0" 7.0" - ARMOR INSERT W/1-1/4' 16.0"10.55,0" 7.011.0" 6.0" 3.5" 503.5" UIEMBED 14.07.59.06. 14.59.D" 4.5 . . . 3.5" • .5" S.O_ � 0.(1.• STATE OF W m 0m [I=R 11.5" 6.0" 3.5" 5.5" 12.5"7.5.. 153.55.57:0" 3.5" 3.5' S.0a 7.0" 3.51' D.B"S.D" 7.D" 3.57 3.5" 5.0° 7.0" 3.5" 3.5" 5.0 i��s ••:°(OgIDA•,,.• ANCHOR SCHEDULE: WOOD (G=0.55) �''s'�N,a� EN , W "a� YY/1111 111111 Z� Qw 31q°MEN EDGE DISTANCE L/4 Spans Up U 6'•0" Spans Up To B'•3" Swns Up To 12'-0" 'iJV[T Z o j LOAD CONN TYPE CONN TYPZ O=m E CONN TYPE _ ANCHOR (PSN Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 G CS W3� � 1/4'LAG SCREW WITH 1-3/4 43 16,0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5')4.5°160 16.0" MIN THREAD PENETRATION 53 16.0"16,0" 8.5"1100,116.0"16.0"16.0" 6_0" 7_0" 16.0"16.0"11.5" 4.0° SA" 16.0" 81 W bxb 62 160'16.0" 7.0" 8_5"1616^0 16.0"14_5"5.0 6y0" 16.0 16.0"ILS" 4.0" ScU" 16.0" WtD O w �T1ITRLCa- 70 16,0_16.0"_6.0" 7.5" 16.0 16.0 12_5 4_0" 5_5" 16.0 16.0"1L5' 4.0" 5.0" L6.0" ,.1 100 16.0"ISS" 4.0" 5.0" 16.0" 16.0"1L5" 4.0° 5.0" 16,0" E u'Oi 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0_10.0"16.0"15.5" 8.5__ I S' 7.0" 15_S' 8.5" 4.5ffi " n 1.13'MIN EMBED&.1/4.20 53 16.0"1pS" 5.5" 8.0" 16.0"11.0" 6.0" 3.5' S.5" 11.0" 7.0" 3S" 4.0" 5.0" tq SS MACHINE SCREW 62 14.0" 8.0" 4.5'• 6.5" 14.5" 9.0" 4.5" 3.0" 4.5 7.0' 7.0" 3.5"V11111 4.0" 5.0" 70 12.0" 6.D"3.�' S.5'; 12.5" 7.5" 3:5" 4.0" 5.5' 7.0" 3.5" 4.0".5.0" O 100 7.0' 3.5" /• 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" '+' !14 SMS OR•14 WOOD 43 16.0•'16.0"12.5"14.5"16.0"16_0"16.0" 9_0" 10.0 16.0"16.0"11.5 5.0" 7.0" SCREW WITH 1-3/4'MIN 53 16.q 16.0" 9.0 _1135"16.0 16.0"15.0" 6.0" 8.0" 16A"16.0" 9.5" 4.0" 5.5" 13.0" THREAD PENETRATION "'L6.0" 7.0" 36.0"16.0.' B.5" 4.0 5.5 13.0" �pppp 70 16.0"16.0'7 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.D" 14.0"16.0" 9.5" 4.D" 5.5" 13.0" ai o,� 16.0" 9.5" 4.0" 5.5" 13.0" ANCHOR SCHEDULE: WOOD (G-0.42) _ - 3/4°MIN EDGE DISTANCE Spans Up Tp 6'-0" Spans Up To B'•3" SpR 1I s Up To 12'-0" 031 �7 LOAD CONN TYPE CONN TYPE CONN TYPE E .02- ANCHOR (P� CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 I CS Ze § _ 1/4'LAG S[REW WITH�1-3/4 43 16,0"16.0" 9.0" 10.0"16.0"16.0"116.W' 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" ri $ MIN THREAD PENETRATION 53 ILL 16.0" 6.5" a.0" 16.0"16.0-112.5" 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 1La" g N 62 16,0"16.0" 5.5" 6.5" 16_0"16.0" 9.5'• 3.5" 5.0" 15A"IS_O" 7.5" 3.0" 4.0" 11.0" 'r 70_16.0"13.5" 4.5" 6.0 16.0 16:0 8_0" 3,0" 4.0 11.5 15.0.. 7.5" 3.0" 4_0" 1L0" -__ -- - � u 100 15.0" 7.5" 3.0" 4.0" 11.0"_1530" 7.5" 3.0 4.0" 11.0 15;0" 7.5 3.0" 4.0" 1L0" n 0 R14 SMS OR x14 WOOD +431,6 16,0_ 8.5,'_10.5"16.0"16.0,12.5" S.5" 7.0" 16.0"1330" 6.5. 3.5" S.0" 10.5' SCREW WITH 1-3/4'MIN 16.0 6,5 B.0" 16.0"16.0". B.5" 4.0" 5.5•' 16.0"10.5" 5.5" 2.5" 4.01• 7.5" O THREAD PENETRATION 11.5" 5.0" 7.0" 16.0"13.0" 6.5' 3.5" 5.0" 10.5"10.5" 5.5'.' 2.5' 4.0" 7.5" 3apa. •9.5" 4,5" 6.0" 1630"11.0" 5.5" 3.0" 4.010.5" 5.5" 2.5" .0" ."5.5" 2.5" 4,0" 7.5" 10.5" 5.5 2.5" 4.0" 7.5 10.5" 5.5" 2.5° 4.0" 7.5" d ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK e 4"MIN EDGE DISTANCE Scans U TYPE Spens UO To 0'-3" Spans TO 12'•0" LOAD _r ANCHOR (PSN CONN TYPE CONN TYPE CONNNN TYPE Cl C2I C3 I C4 CS Cl. C2 I C3 I C4 I CS Cl I C2 C3 I C4 I [5 8/16 IT14'TAPCON%L W/ 43 16.0"16.0"1fi3O"16.0'•16,0"16.0'16.0"15.0-116.0"16.0"16.0"115.0-19.0- 140'16.0" ¢¢¢ S 2-1/4'HIN.EMBED 53 16.0"16.0"16_0 16.0"16_0"16_0"16.0"11.0"36.0"16.0"I6i0"12_0" 7.5" 12_0"1630" Y 62 16_0"16.0"14_0"16.0"1fi�0"16.0.15.0" 9.0" 14.0"16.0_'16;0"12.0 7.5" 12.0"16.0" e Yy 70 16.0"16.0 U.S.16.0"16.0"16.0'12.5" 8.0" 12.5"16.0"16.0":12 0"IS' 122 V 16.0" Q@85fi IOD 16.0"12_0"�7_5" 12.0"16.0 16.0 12_0 7.5 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" •�P S 5/L6'ELCO UUTRACON W/ 43 16.0"Lfi.O"110.5"39.0"16.0 16.0°10.5" 6.5" 9.5" 16A"13A" 5.5" 6.5" 9,0" WYRRRiMIKLa07PR007E 9 2-1/4'MIN.EMBED 53 16.0"13.5" 7,5" 11.0"16.0 14.0 7.5" 7.5" 13.5' 9.0" 6.5' m 62 16.0 L0.0 6.0" 9.0116.0 11 0' 5.5" 6.5" 9.0 9.D" 6.5" 15-2339 WG, 70 15.0" 8,0" SA"18.0" 15.5" 5.5" / S.5" 7.0 9_0" 6.5 ZSCAM A P Z 1011 9.0" �/ S.S' 6S" 9.0" ,/ / 5.5" 6.5" BA" 6.5 PAas OeeouvnoNl �. ___ _ 2"MIN EDGE DISTANCE __ C] [2 C3 C4 (5_ CL C2 _C3 fA_ CS C1- C2 �C3 G1 CS #12 SMS W/2"EYEWALL 43 16.0 16.0 9.5' 11.5"1630"16.0"14.0" 6A" ARMOR INSERT W/2-EMBED 53 36.0 16.0" 7.0" 9.0" 16.0"16.0 9.5" 4.5 6.5 16.0 13.5" 6.0" 3.0 4.5 B.5" � e`p 62 16.0"13.0" 5.57.5" 16.0"14.5 7.5 3.5 5.5 12.0 11.5 6.0 3.0 9.5 8.5 ANCHOR NOTES:SEE SHEET GSI ISI N� 70 16.0"10.5" 5.0 6_5" 16.0 12.5 fi.5" 3.0 4.5" 9�0" 6.0" 3.0" 9.5" 8.5" 9 FOR ANCHOR NOTES. Ll -_ _ - -.- 200 11.5" 6.0" 3.0" 9.5" 8.5" 11.5° 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0"